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ORDOT I 84 ASPHALT

Project Overview

Project Description

Road[s] Req. approx. 1,866 hrs. training; 2,500 ft2 temp. signs; 6,850 ft temp. conc. barr.; 6 ea. temp. impact atten.; 81,363 ft temp. striping; 37,504 ft stripe rem.; temp. traf. signal; 2 ea. seq. arrow signs; 5 ea. PCMS; 4,300 hr flaggers; 500 ea. TCS; const. & rem. detours; temp. drainage facil.; temp. det. bridges; eros. cntrl.; 14.4 ton haz. mat. disposal; const. survey wk.; rem. struct. & obstr.; rem. barr.; rem. pvmt.; 12,822 ft asph. pvmt. saw cutting; rem. extg. lift sta.; 4.75 ac. clr. & grub.; 18,500 yd3 gen. exc.; 1,000 yd3 stone emb.; 3,990 yd3 extra for sel. topsoil matl.; 3,118 yd2 subgr. stab.; 3,448 ft storm sew. pipe; 4 ea. conc. manholes;35 ea. conc. inlets; stormwater lift station; br. rem. work; shor., crib. & cofferdams; 1,400 yd3 struct. exc.; 4,100 ft stl. piles; 243,000 lb.reinf. (78,000 coated); 260 yd3 fdn. conc.; 380 yd3 deck conc.; 385 yd3 struct. conc.; 576 yd2 end panels; 350,000 lb. stl. box girder; 323 ft conc. rail; conc. parapet; 1,730 ft2 MSE wall; 7,700 yd2 cold pl. pvmt. rem.; 7,000 ton agg. base (950 ton in temp.); 22 ton tack coat; 9,900 ton HMAC; 600 ton PG 70-28 asph.; 1,642 ft conc. curb; 7,492 ft conc. walks; 14 ea. conc. sidewalk ramps; 1,792 ft stl. gd. rl.; 3,237 ft conc. barr.; 32,285 ft pvmt. marking tape; rem & reinst. cantil. sign struct.; 2,811 lb sign supports; 625 ft2 signs in pl.; 150 ft 42-inch drilled shaft; traf. signal installations; interconn. syst.; 2.1 ac seeding; 1,250 yd3 soil cond.; 60 ea. trees; 5,224 ea. shrubs; 397 yd3 bark mulch; reused river rock.

Project Value

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